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COMPLIANCE INFO_PRE 2019
Environmental Health - Public
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COMPLIANCE INFO_PRE 2019
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Last modified
11/12/2019 2:32:45 PM
Creation date
11/6/2018 8:39:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO_PRE 2019
FileName_PostFix
PRE 2019
RECORD_ID
PR0220072
PE
2247
FACILITY_ID
FA0000210
FACILITY_NAME
CARPENTER CO
STREET_NUMBER
17100
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19812004
CURRENT_STATUS
02
SITE_LOCATION
17100 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS3\222IAError\IAError\H\HARLAN\17100\PR0220072\COMPLIANCE INFO 1984 - 2016.PDF
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EHD - Public
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• • pP.411,11y. C • <br /> HENRY M. HIRATA N. � <br /> EUGh B. DELUCCHI <br /> OIPEGTOP <br /> DEPUTY <br /> UTY OIMECT09TpV <br /> JOHN A. HAUG <br /> DEPUTY OI.ECYOR <br /> COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> P.O. BOX 1810- 1810 E. HAZELTON AVENUE <br /> STOCKTON. CALIFORNIA 86201 <br /> 12081 8442281 <br /> October 19, 1984 <br /> Joe Rudder <br /> E. R . Carpenter Company <br /> P. 0. Box 27205 <br /> Richmond, Virginia 23261 <br /> Subject: E. R . CARPENTER COMPANY DEVELOPMENT, <br /> HARLAN ROAD <br /> Dear Mr . Rudder: <br /> At the meeting held on October 18, 1984, which was attended <br /> ty Ed Malechek and Joe Rudder of E. R . Carpenter Company, Bill <br /> Dorsey and Syl Lange of the Economic Development Association, <br /> Arnold Schamber of R . W. Siegfried & Associates, Ron Heinzen <br /> of J. H. Kleinfelder & Associates, Gene Delucchi of the County <br /> Public Works Department, and George Barber, Chairman of the <br /> Board of Supervisors, the storm drainage at the Harlan Road <br /> site was discussed . Terminal storm drainage is at a distance <br /> of over one mile from the site, .theref.ore, on-site retention <br /> and percolation is to be utilized . The County Public Works <br /> Department has expressed concern regarding the soils report <br /> provided by James H . Kleinfelder & Associates and questions the <br /> proposed design percolation rate of 8 gallons per sq. ft. .per <br /> day, which is to be applied to the bottom surface area of a 6 <br /> acre pond based on three 4-inch diameter percolation tests . This <br /> concern is due to the''County ' s experience with percolation ponds <br /> in the immediate vicinity and the close proximity of ground water . <br /> Ron Heinzen of J . H. Kleinfelder & Associates, after reviewing <br /> the ground water records which are available, recommended that <br /> dry wells be added around the perimeter of the pond . <br /> This addition, while improving the potential for percolation, <br /> does not completely alleviate our concerns . Without further <br /> testing, the County cannot approve the design as meeting our <br /> criteria or providing complete protection against the 10-year <br /> design storm. E. R . Carpenter Company, at the meetinq, acknowledged <br />
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